[go: up one dir, main page]

US1199878A - Jetty. - Google Patents

Jetty. Download PDF

Info

Publication number
US1199878A
US1199878A US84267714A US1914842677A US1199878A US 1199878 A US1199878 A US 1199878A US 84267714 A US84267714 A US 84267714A US 1914842677 A US1914842677 A US 1914842677A US 1199878 A US1199878 A US 1199878A
Authority
US
United States
Prior art keywords
jetty
bed
current
jetties
stream
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
US84267714A
Inventor
Henry E Doren
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to US84267714A priority Critical patent/US1199878A/en
Application granted granted Critical
Publication of US1199878A publication Critical patent/US1199878A/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B3/00Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/04Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E02B3/06Moles; Piers; Quays; Quay walls; Groynes; Breakwaters ; Wave dissipating walls; Quay equipment

Definitions

  • My invention has fo-r its primary aim to provide a jetty whereby the current of a stream may be directed toward the bed for removing and preventing a deposit and thereby maintain a defined channel.
  • the major force or velocity of the current is located a considerable distance above the bed and for this reason large deposits of sand, and the like, are easily made, eventually forming sand-bars which obstruct the channel as well as rendering navigation unsafe.
  • the center of the current is closer to the bed in a deep stream than in a shallow one owing to the fact that the banks of the stream are closer in proportion to the increased depth and thereby confine the waters into a smaller path than in a wide, shallow stream.
  • My invention therefore has for a further object to provide a jetty construction which will be efficient in performing the above functions.
  • Figure 1 is a plan view of my improved jetty in use.
  • Fig. 2V is a view on line 2-2 of Fig. 1
  • Fig. 3 is a sectional view taken on line 3 3 of Fig. 1.
  • 1 denotes my improved jetty which I arranged in opposing relation to one another, the opposing side walls 2 being inclined down- Speccation of Letters Patent. l
  • the angular disposition of wall 3 will be varied more or less in accordance with the decrease or increase of the velocity of the current.
  • 'Ihe current entering between the jetties encounters the walls 3, which. are inclined downwardly and inwardly in a rearward direction, and is thereby directed down toward the bed of the stream.
  • the current is held down adjacent the bed of the stream by the side walls 2, which form in conjunction with the bed of the stream a conduit, and therefore maintain a defined channel by cleaning the bed of and preventing a deposit of silt or other material.
  • the construction of the jetty is formed of longitudinal frame members 4 and interposed transverse or angularly disposed frame members 5, said frame members being arranged to project beyond the immediate lower ones to provide the corrugated inclined walls 2 and 3.
  • rIhe jetty is preferably composed of sections 6 to facilitate the positioning thereof on the supporting piles 7, and in sinking thejetty, rock or other suitable material is filled in the compartments defined by the section walls 6', the frame members and the flooring 8.
  • a series of longitudinally spaced, short j etties will efficiently serve in holding the current down toward the bed.
  • the spacing of these jetties will vary according to the current, but shall be close enough to direct the current downwardly as it commences i rising after leaving the preceding jetty.
  • the space, as A, between the jetties permits of free lateral flow of the waters, which is desirable when the tide returns, by eliminating the confinement of the waters found-by ters Patent of the United States of America, 1s z ⁇ l.
  • Spaced parallel rows of jetties having the upper portions of their faces which are toward the channel and below the water level projecting materially beyond its lower portions.

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Ocean & Marine Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Revetment (AREA)

Description

.H. E. DOREN.
JETTY.
APPLICATION FILED IuNE 3. 1914.
Patented 001;. 3,1916.
.k um
NI M.
m: mwms parses cm :wom-urna. wAsNINamN, I: c,
y orare HENRY n. DOREN, or EDMONDS,v WAsHiNGToN.
JETTY.
Application filed. J une 3, 1914; .Serial No. 842,677.
To all whom t may concern Be it known that I,`IIENRY E. DoREN, a citizen of the United States of America, and a resident of the city of Edmonds, in the county of Snohomish and State of lWashington, have invented certain new and use-y ful Improvements in Jetties, of which the following is a specification.
My invention has fo-r its primary aim to provide a jetty whereby the current of a stream may be directed toward the bed for removing and preventing a deposit and thereby maintain a defined channel. In navigable streams or rivers, it has been found that the major force or velocity of the current is located a considerable distance above the bed and for this reason large deposits of sand, and the like, are easily made, eventually forming sand-bars which obstruct the channel as well as rendering navigation unsafe. It has further been found that the center of the current is closer to the bed in a deep stream than in a shallow one owing to the fact that the banks of the stream are closer in proportion to the increased depth and thereby confine the waters into a smaller path than in a wide, shallow stream. I have found that, by constructing a jetty 'formation having overhanging walls whereby a conduit of more or less connement is formed in conjunction with the bed of the stream, the center of the current may be directed and held down in proximity to the streams bed and will remove sand-bars,
and other deposit, and maintain the bed free from deposit.
My invention therefore has for a further object to provide a jetty construction which will be efficient in performing the above functions.
- These and other objects I attain by the construction illustrated in the accompanying drawing and specified in the following description, and those features of construction and arrangementsV of parts on which I desire protection will be succinctly defined in the appended claims.
In the drawing: Figure 1 is a plan view of my improved jetty in use. Fig. 2V is a view on line 2-2 of Fig. 1, and Fig. 3 is a sectional view taken on line 3 3 of Fig. 1.
Referring by similar characters of reference to corresponding parts throughout, 1 denotes my improved jetty which I arranged in opposing relation to one another, the opposing side walls 2 being inclined down- Speccation of Letters Patent. l
Patented oet. s, 1ere wardly and inwardly from the channel be-A tween the opposing jetties, while the forward wall 3 ofeach jetty ii; disposed at an angle lto the direction of current and is ,formed to present a surface resembling a warped plane wherein its inclination gradually increases in a rearward direction and is connected to the side wall 2. The angular disposition of wall 3 will be varied more or less in accordance with the decrease or increase of the velocity of the current. 'Ihe current entering between the jetties encounters the walls 3, which. are inclined downwardly and inwardly in a rearward direction, and is thereby directed down toward the bed of the stream. The current is held down adjacent the bed of the stream by the side walls 2, which form in conjunction with the bed of the stream a conduit, and therefore maintain a defined channel by cleaning the bed of and preventing a deposit of silt or other material. l
The construction of the jetty, as illustrated, is formed of longitudinal frame members 4 and interposed transverse or angularly disposed frame members 5, said frame members being arranged to project beyond the immediate lower ones to provide the corrugated inclined walls 2 and 3. rIhe jetty is preferably composed of sections 6 to facilitate the positioning thereof on the supporting piles 7, and in sinking thejetty, rock or other suitable material is filled in the compartments defined by the section walls 6', the frame members and the flooring 8.
In lieu of a continuous jetty, a series of longitudinally spaced, short j etties, as shown in Fig. 1, will efficiently serve in holding the current down toward the bed. The spacing of these jetties will vary according to the current, but shall be close enough to direct the current downwardly as it commences i rising after leaving the preceding jetty. The space, as A, between the jetties permits of free lateral flow of the waters, which is desirable when the tide returns, by eliminating the confinement of the waters found-by ters Patent of the United States of America, 1s z` l. Spaced parallel rows of jetties having the upper portions of their faces which are toward the channel and below the water level projecting materially beyond its lower portions.
2. Spaced parallel rows of jetties having Y the upper portions of their faces which are toward the channel projecting materially beyond the portions which are below the water level, the upstream end of the jetties being pointed to present faces inclined to the channel course to deflect the water toward the channel and also warped to cause their upper parts which are near the water level to overhang the lower toward their downstream ends.
Signed at Seattle this 28 day of May,
y HENRY E. DOREN. Vitnesses:
HARRISON M. BRooKs, CLARA A. HARM.
Copies of this patent may be obtained for ve cents each, by Vaddressing the Commissioner of Patents Washington, D. C.
US84267714A 1914-06-03 1914-06-03 Jetty. Expired - Lifetime US1199878A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
US84267714A US1199878A (en) 1914-06-03 1914-06-03 Jetty.

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
US84267714A US1199878A (en) 1914-06-03 1914-06-03 Jetty.

Publications (1)

Publication Number Publication Date
US1199878A true US1199878A (en) 1916-10-03

Family

ID=3267818

Family Applications (1)

Application Number Title Priority Date Filing Date
US84267714A Expired - Lifetime US1199878A (en) 1914-06-03 1914-06-03 Jetty.

Country Status (1)

Country Link
US (1) US1199878A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4023369A (en) * 1974-11-19 1977-05-17 Don Bernard Wijesiriwardena Prevention of sand bar formation at outlets into the sea or other bodies of water
US4856935A (en) * 1987-08-03 1989-08-15 Haras William S Beachfront wave energy dissipation structure

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4023369A (en) * 1974-11-19 1977-05-17 Don Bernard Wijesiriwardena Prevention of sand bar formation at outlets into the sea or other bodies of water
US4856935A (en) * 1987-08-03 1989-08-15 Haras William S Beachfront wave energy dissipation structure

Similar Documents

Publication Publication Date Title
US799708A (en) Barrage.
US1199878A (en) Jetty.
US510713A (en) Harbor and river bars and shoals
US371686A (en) howell
US1060357A (en) Artificial embankment.
US1206938A (en) Churning-pit for irrigation canals, ditches, and other watercourses.
US1375232A (en) Breakwater and pier and method of making the same
US1024822A (en) Sheet-piling.
US404852A (en) Hydraulic excavating
US346140A (en) Breakwater
US206715A (en) Improvement in fishways
US554354A (en) Giovanni villa
JP2729813B2 (en) Flow control method for rivers, etc.
US530655A (en) Fish-ladder
US1314743A (en) groat
US416999A (en) Dredging-scraper
US1348554A (en) Sand-guard for irrigation-ditches
US880390A (en) Means for protecting river-banks.
JP6776487B1 (en) Countermeasures against the polarization phenomenon in rivers
US921849A (en) Boat for shallow waters.
US479309A (en) Harbor
US892610A (en) Method and means for straightening, deepening, and controlling streams.
US400101A (en) Levee-protector
US419121A (en) Means for controlling the shifting action of moving water on land
US195896A (en) Improvement in methods for deepening bars of rivers